ASTM D6936 Standard Test Method for Determining Demulsibility of Emulsified Asphalt

    What is ASTM D6936?

    ASTM D6936 is a standard test method that determines the demulsibility of emulsified asphalt by measuring chemical breaking. The method applies to anionic and cationic emulsified asphalts classified as rapid-setting (RS) or medium-setting (MS). It uses specified chemical solutions to break the asphalt emulsion and measures the resulting asphalt residue. The test reports demulsibility as a percent by mass. Manufacturers and road-material laboratories use this test to classify emulsions and evaluate how they break.

    Get Certified ASTM D6936 Testing for Reliable Emulsified Asphalt Quality

    ASTM D6936 certification confirms that emulsified asphalt meets the required demulsibility specifications before it’s used in the field. Trusted lab testing keeps product quality consistent and helps prevent expensive failures in paving and surface treatments. It also helps manufacturers spot emulsions that break too quickly or too slowly during mixing, spraying, or curing, problems that can cause poor adhesion, premature breaking, or incomplete coating of aggregates.

    What is the Scope of ASTM D6936?

    ASTM D6936 is a standard test method for anionic and cationic emulsified asphalts of the RS and MS types. The method measures the chemical breaking of the emulsified asphalt when a specified reagent is added.

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    The scope includes:

    • Material Type: Anionic and cationic emulsified asphalt.
    • Emulsion Classification: Rapid-setting (RS) and medium-setting (MS).
    • Property Measured: Demulsibility or amount of asphalt broken from the emulsion.
    • Test Principle: Chemical breaking of the asphalt emulsion.
    • Measurement: Mass of asphalt residue produced after breaking.
    • Reporting System: SI units are the standard units.
    • Application: Classification, quality control, and performance evaluation of emulsified asphalt.

    What is Demulsibility?

    Demulsibility describes an emulsified asphalt’s ability to break when exposed to a specified chemical reagent. During the test, the reagent destabilizes the asphalt emulsion and causes asphalt particles to separate from the water phase.

    The demulsibility percentage is calculated from the mass of asphalt residue produced during the test compared with the residue present in the original emulsion.

    What are the Uses and Benefits of ASTM D6936 Testing?

    ASTM D6936 provides controlled information about how emulsified asphalt responds to chemical breaking. Consequently, the test supports classification and quality-control activities.

    Key uses and benefits include:

    • Quality control: Monitors the breaking behavior of asphalt emulsions.
    • Material classification: Helps identify RS and MS emulsified asphalt behavior.
    • Product evaluation: Compares different emulsified asphalt formulations.
    • Process control: Helps monitor consistency during emulsion production.
    • Construction support: Provides information about expected breaking behavior.
    • Material development: Supports optimization of asphalt-emulsion formulations.
    • Specification compliance: Provides test data for applicable material requirements.

    What Problem Does ASTM D6936 Solve?

    Emulsified asphalt must break at an appropriate rate during application. If its chemical breaking behavior isn’t properly characterized, manufacturers and engineers may have limited information to evaluate the material.

    ASTM D6936 provides a controlled method for measuring how much asphalt breaks when a specified chemical reagent is added. The resulting demulsibility value can then be used for material classification, quality control, and comparison of emulsified asphalt products.

    How is the Demulsibility Data Recorded?

    The dried asphalt residue is determined by subtracting the tare mass of the container, stirring rod, and wire cloth from the final constant mass.

    The demulsibility value is then calculated using the mass of demulsibility residue and the mass of residue present in 100 g of the original emulsified asphalt.

    The result is expressed as a percentage by mass.

    What Calibration is Required for ASTM D6936?

    ASTM D6936 calibration requires a verified balance for accurate mass measurements and a calibrated buret for reliable reagent-volume delivery. The drying oven must maintain 163 ± 3 °C, and reagent concentrations must be prepared and maintained per method requirements. Standardize calcium chloride solutions using procedures such as ASTM D511, and prepare and store the 0.80% dioctyl sodium sulfosuccinate solution according to applicable requirements. Proper maintenance and calibration of this equipment ensure accurate demulsibility testing and reliable data.

    ASTM D6936 Equipment and Sample Preparation Guide

    ASTM D6936 requires a metal container, metal stirring rod, wire cloth, buret, balance, drying oven, and specified chemical reagents. Condition and stir the emulsified asphalt to achieve a homogeneous sample before testing.

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    Sample and Specimen DetailsRepresentative emulsified asphalt classified as anionic or cationic RS or MS material.
    Specimen PreparationStir the emulsified asphalt to achieve homogeneity. Technicians condition samples with 50 °C viscosity requirements at 50 ± 3 °C and samples with 25 °C viscosity requirements at 25 ± 1 °C.
    Specimen DimensionsAnalysts use a 100 ± 0.1 g test portion of emulsified asphalt.
    Instrumentation1.40-mm wire cloth, minimum 300-mL metal beaker or container, approximately 10-mm-diameter metal stirring rod, 50-mL buret graduated in 0.1 mL, balance readable to 0.1 g, and oven capable of maintaining 163 ± 3 °C.

    ASTM D6936 Testing Procedure and Requirements

    The procedure involves mixing a measured quantity of emulsified asphalt with a specified reagent and determining the amount of separated asphalt residue. The following table summarizes the main analytical sequence and does not replace the detailed requirements of the current ASTM standard. ASTM D6936 testing procedure is as follows:

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    Sample PreparationThe analyst prepares a representative specimen with known mass or volume.
    Reagent PreparationThe analyst prepares the demulsifying reagent solution at the specified concentration.
    MixingThe analyst mixes the emulsified asphalt with the reagent under controlled conditions.
    SeparationThe analyst allows the mixture to separate and collects the asphalt residue.
    MeasurementThe analyst weighs or otherwise determines the separated asphalt residue.
    CalculationThe analyst calculates the demulsibility from the measured data.

    ASTM D6936 Testing Technique and Data Collection Guide

    A technician conditions and stirs the emulsified asphalt, then places a 100 ± 0.1 g portion into a weighed metal assembly. Calcium chloride or dioctyl sodium sulfosuccinate solution is added gradually while stirring and kneading, breaking the emulsion and separating the asphalt residue. The mixture is transferred to wire cloth, washed with distilled water, and the residue is dried at 163 ± 3 °C, cooled, and weighed to constant mass. The final residue mass, combined with the original emulsion residue value, is used to calculate the demulsibility percentage.

     Infographic illustrating the five steps of ASTM D6936 testing: sample conditioning, reagent addition, filtration and washing, residue drying and weighing, and demulsibility calculation.
    ASTM D6936 testing procedure for determining the demulsibility of emulsified asphalt in five steps.

    Common Challenges and Troubleshooting in ASTM D6936

    Accurate ASTM D6936 demulsibility measurements require stable specimen preparation, controlled temperature, clean contact surfaces, and proper calibration, since small errors significantly affect gram- or milligram-level results. Common challenges include sample contamination, improper specimen preparation, incomplete calibration, thermal gradients, instrument instability, incorrect mixing rates, poor atmosphere control, and contaminated glassware. Each can alter demulsibility behavior or analytical response, leading to inaccurate data.

    ASTM D6936 Analysis Results and Interpretation

    ASTM D6936 results indicate the amount of demulsibility exhibited by emulsified asphalt under the specified test conditions. Therefore, the result should be interpreted specifically as demulsibility, not as total emulsion stability.

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    Important interpretation points include:

    • This test method measures the percentage of asphalt residue separated per unit mass of emulsion under specified conditions.
    • High values mean the material has high demulsibility; therefore, it may break rapidly in the field.
    • Low values highlight potential emulsion stability and indicate that the material may resist breaking.
    • The laboratory reports demulsibility in the applicable units.
    • The test report includes demulsibility values, sample preparation details, and instrument conditions.

    FAQs

    1. What does ASTM D6936 measure?

    ASTM D6936 determines the demulsibility of emulsified asphalt by measuring the amount of asphalt chemically broken from the emulsion.

    2. What types of emulsified asphalt can be tested?

    The method applies to anionic and cationic emulsified asphalts of the rapid-setting (RS) and medium-setting (MS) types.

    3. What reagents are used in ASTM D6936?

    Calcium chloride solutions are used for anionic emulsified asphalt. A 0.80 % dioctyl sodium sulfosuccinate solution is used for the applicable cationic rapid-setting emulsified asphalt test.

    4. What equipment is required for ASTM D6936?

    The main equipment includes a 1.40-mm wire cloth, metal container, metal stirring rod, 50-mL buret, balance, and drying oven capable of maintaining 163 ± 3 °C.

    5. How is ASTM D6936 demulsibility calculated?

    Demulsibility is calculated by dividing the mass of demulsibility residue by the mass of residue contained in 100 g of emulsified asphalt and multiplying by 100.

    Demulsibility (%) = (A / B) × 100

    Updated on October 20, 2026

    Laraib Hashmi
    About Author
    Laraib Hashmi is an aspiring research enthusiast and science content professional with a strong interdisciplinary skill set, holding a postgraduate degree in Applied Microbiology from KIIT Bhubaneshwar, Odisha.
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